36C25018B0093-00001037.pdf

PDF 649 KB Posted Jan 22, 2018

Attached to: North Parking Structure 506-331 Federal contract opportunity
Solicitation number: 36C25018B0093
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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36C25018B0093 00001 035 S-522.pdf

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KEY NOTES:

Bancroft-AE Project No. 16-121 www.bancroft-ae.com

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

S-522

STRUCTURAL DETAILS

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5" X 5" X 3/8" X CONT ANGLE (GALV) W/ 13/16" X 2" HORIZ SLOTS @ 3'-0" OC (MAX)

AutoCAD SHX Text DAYTON SUPERIOR F-8 SHELF ANGLE INSERT OR APPROVED EQUIVALENT W/ 3/4" DIA ASKEW HEAD BOLT @ 3'-0" OC (MAX) MIN (2) PER ANGLE

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P/C COLUMN OR PANEL

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WEEP HOLE SEE ARCH

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CUT BRICK AS REQUIRED

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FLASHING SEE ARCH

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BRICK VENEER SEE ARCH

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BACKER ROD & SEALANT

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(2) #3 X CONT

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RELIEF ANGLE DETAIL

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SCALE: 3" = 1'-0"

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NOTE: SEE 4/S-522 WHERE BRICK DOES NOT EXTEND BELOW ANGLE.

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6" X 4" X 3/8" X CONT ANGLE (GALV) W/ 13/16" X 2" HORIZ SLOTS @ 3'-0" OC (MAX)

AutoCAD SHX Text DAYTON SUPERIOR F-8 SHELF ANGLE INSERT OR APPROVED EQUIVALENT W/ 3/4" DIA ASKEW HEAD BOLT @ 3'-0" OC (MAX) MIN (2) PER ANGLE

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P/C COLUMN OR PANEL

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WEEP HOLE SEE ARCH

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CUT BRICK AS REQUIRED

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FLASHING SEE ARCH

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BRICK VENEER SEE ARCH

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BACKER ROD & SEALANT

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(2) #3 X CONT

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RELIEF ANGLE DETAIL

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SCALE: 3" = 1'-0"

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NOTE: SEE 4/S-522 WHERE BRICK DOES NOT EXTEND BELOW ANGLE.

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P/C COLUMN OR PANEL

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WEEP HOLE SEE ARCH

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CUT BRICK AS REQUIRED

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FLASHING SEE ARCH

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BRICK VENEER SEE ARCH

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SHELF ANGLE DETAIL

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SCALE: 3" = 1'-0"

AutoCAD SHX Text DAYTON SUPERIOR F-8 SHELF ANGLE INSERT OR APPROVED EQUIVALENT W/ 3/4" DIA ASKEW HEAD BOLT @ 3'-0" OC (MAX) MIN (2) PER ANGLE

AutoCAD SHX Text N10. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. N12. SLOPE BEARING PLATES IN BEAMS AND SUPPORT PLATES IN COLUMNS, AS SLOPE BEARING PLATES IN BEAMS AND SUPPORT PLATES IN COLUMNS, AS REQ'D TO PROVIDE UNIFORM BEARING ON PADS (TYPICAL). N20. #5 (MIN) X 8'-0" @ EA TEE STEM (EPOXY COATED). #5 (MIN) X 8'-0" @ EA TEE STEM (EPOXY COATED). N21. #4 L-BAR W/ 2'-0" LEGS @ 2'-6" OC (EPOXY COATED). #4 L-BAR W/ 2'-0" LEGS @ 2'-6" OC (EPOXY COATED). N23. (3) #5 (MIN) X CONT (EPOXY COATED). (3) #5 (MIN) X CONT (EPOXY COATED). N25. #4 X 4'-6" @ 12" OC (EPOXY COATED). #4 X 4'-6" @ 12" OC (EPOXY COATED). N26. #4 W/ STD HOOK @ 12" OC (EPOXY COATED) ANCHOR TO EXISTING WALL #4 W/ STD HOOK @ 12" OC (EPOXY COATED) ANCHOR TO EXISTING WALL WITH HILTI HIT HY150 (4 1/2" MIN EMBEDMENT) OR APPROVED EQUIVALENT. N27. #4 X 6'-8" @ 6" OC (EPOXY COATED). #4 X 6'-8" @ 6" OC (EPOXY COATED). N29. LENTON FORM SAVER OR APPROVED EQUIVALENT - EMBED 18" MIN INTO LENTON FORM SAVER OR APPROVED EQUIVALENT - EMBED 18" MIN INTO P/C. N30. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" N31. 3/4" DIA INSERT AND COIL ROD (GALV) X 2'-6" (6" FROM EDGE OF EACH 3/4" DIA INSERT AND COIL ROD (GALV) X 2'-6" (6" FROM EDGE OF EACH POCKET) WITH #4 HAIRPIN W/ 2'-0" LEGS AROUND INSERT. N32. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 4' OC ADJUST INSERT ELEV 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 4' OC ADJUST INSERT ELEV FOR TEE CAMBER. N33. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ EACH TEE STEM WITH (2) #4 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ EACH TEE STEM WITH (2) #4 x CONTINUOUS. N34. ERECTION CONNECTION BY PRECASTER ERECTION CONNECTION BY PRECASTER N35. P/C TORSION/ERECTION CONN PERFORMANCE DESIGN BY PRECASTER. SEE 7 P/C TORSION/ERECTION CONN PERFORMANCE DESIGN BY PRECASTER. SEE 7 & 8/S-510 N40. COVE SEALANT. SEE DETAIL 6/S-515 COVE SEALANT. SEE DETAIL 6/S-515 N42. CONTINUOUS ETHAFOAM CONC DAM AS REQ'D. CONTINUOUS ETHAFOAM CONC DAM AS REQ'D. N43. TOOLED JOINT WITH SEALANT. TOOLED JOINT WITH SEALANT. N51. RANDOM ORIENTED FIBER REINF BRG PAD X 1/2" (MIN), GLUE TO TEE STEM. RANDOM ORIENTED FIBER REINF BRG PAD X 1/2" (MIN), GLUE TO TEE STEM. N52. SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO BEAM, AT EACH END OF BEAM. PROVIDE HOLE IN PAD FOR BOLT AT REQUIRED LOCATIONS. N53. SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO SORBTEX OR APPROVED EQUIVALENT BRG PAD X 1/2" (MIN), GLUE TO COLUMN POCKET. N60. TOP OF COLUMN AT TOP TIER. (SEE ARCH FOR ELEVATION & TOP OF COLUMN AT TOP TIER. (SEE ARCH FOR ELEVATION & CONFIGURATION AT EXTERIOR). N62. FORM GAP OR EXTEND TEE FLANGE AT CONTRACTORS OPTION. FORM GAP OR EXTEND TEE FLANGE AT CONTRACTORS OPTION. N70. SEE 2/S-522 FOR ANGLE AND INSERTS. SEE 2/S-522 FOR ANGLE AND INSERTS. N71. SEE 3/S-522 FOR ANGLE AND INSERTS. SEE 3/S-522 FOR ANGLE AND INSERTS. N75. 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 12" OC ADJUST INSERT ELEV 3/4" DIA INSERT/COIL ROD (GALV) X 2'-6" @ 12" OC ADJUST INSERT ELEV FOR TEE CAMBER.

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TEE/BEAM/WALL/COLUMN DETAIL

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SCALE: 3/4" = 1'-0"

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SEE ARCH

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POUR STRIP SEE 5/S-515

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SOLID BLOCK AT TOP COURSE

AutoCAD SHX Text BOND BEAM w/(2) #4 x CONT

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BRICK & P/C SEE ARCH

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BACKER ROD & SEALANT AT TOP & ENDS OF WALL

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P/C TEE

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N30 (EA SIDE)

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N40 TYP

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P/C COL - SEE ARCH FOR REQ'MTS @ TOP

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P/C BEAM BEAR @ POCKET IN COL AND CONNECT TO COL TOP & BOT PER 13/S-510

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8" CMU WALL W/ #4 @ 16" OC. GROUT CORES SOLID @ REINF

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P/C TEE

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TEE/BEAM DETAIL

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SCALE: 3/4" = 1'-0"

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GUARDRAIL (SEE ARCH DWGS)

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VARIES

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P/C SPANDREL BEAM. SEE ARCH FOR CONFIG & 1/S-520 FOR REM INFO

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CIP WALL

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VARIES

AutoCAD SHX Text SPANDREL TO BEAR ON PILASTER AT GRID 19, 20, & 21 SHIM OR THICKEN BEARING PAD, AS REQ'D

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P/C BEAM

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CIP TOPPING

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COVE SEALANT

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P/C SHEARWALL

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CLOSURE PLATE. SEE ARCH

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CONNECTION PERFORMANCE DESIGN BY P/C

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P/C BEAM/SHEARWALL DETAIL

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SCALE: 3/4" = 1'-0"

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P/C BEAM

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N52 (SHIM AS REQUIRED FOR HEADROOM)

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CIP TOPPING

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COVE SEALANT

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EXISTING P/C SHEARWALL

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CLOSURE PLATE. SEE ARCH

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CONNECTION PERFORMANCE DESIGN BY P/C

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P/C BEAM/SHEARWALL DETAIL

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(3) #5 W/ STD HOOK (EPOXY COATED). ANCHOR 7 1/2" MIN INTO EXISTING WALL W/ HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT.

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(3) #4 VERT

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FILL EXISTING VOID W/ CIP CONCRETE

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P/C BEAM

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P/C TEE

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P/C SHEARWALL

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HAUNCH

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POUR STRIP SEE 5/S-515

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SEE ARCH

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ETW

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TEE/BEAM/SHEARWALL DETAIL

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P/C BEAM

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P/C TEE

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P/C SHEARWALL

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HAUNCH

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POUR STRIP SEE 5/S-515

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SEE ARCH

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ETW

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TEE/BEAM/SHEARWALL DETAIL

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P/C TEE

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P/C SHEARWALL

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POUR STRIP SEE 5/S-515

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TEE/SHEARWALL DETAIL

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SEE ARCH

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ETW

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ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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VA FORM 08-6231

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AutoCAD SHX Text 506-331

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ANN ARBOR, MICHIGAN

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CONSTRUCT NORTH

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PARKING STRUCTURE

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KJW

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JBM

AutoCAD SHX Text 08-18-2017

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35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

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65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

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95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

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100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

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100% FINAL BID DOCUMENTS

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KEYPLAN

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VA CONTRACT NO. VA250-17-C-0008

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100%%% FINAL BID DOCUMENTS

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CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

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MIDWESTERN

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CONSULTING

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